...
首页> 外文期刊>International Journal of Rock Mechanics and Mining Sciences >Coupled thermal-hydrological-mechanical behavior of rock mass surrounding a high-temperature thermal energy storage cavern at shallow depth
【24h】

Coupled thermal-hydrological-mechanical behavior of rock mass surrounding a high-temperature thermal energy storage cavern at shallow depth

机译:浅层深度围绕高温热能储存洞穴岩体的耦合热水文 - 力学行为

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

We numerically model the thermal-hydrological-mechanical (THM) processes within the rock mass surrounding a cavern used for thermal energy storage (TES). We consider a cylindrical rock cavern with a height of 50 m and a radius of 10 m storing thermal energy of 350 degrees C as a conceptual TES model, and simulate its operation for thirty years. At first, the insulator performance are not considered for the purpose of investigating the possible coupled THM behavior of the surrounding rock mass; then, the effects of an insulator are examined for different insulator thicknesses. The key concerns are hydro thermal multiphase flow and heat transport in the rock mass around the thermal storage cavern, the effect of evaporation of rock mass, thermal impact on near the ground surface and the mechanical behavior of the surrounding rock mass. It is shown that the rock temperature around the cavern rapidly increases in the early stage and, consequently, evaporation of groundwater occurs, raising the fluid pressure. However, evaporation and multiphase flow does not have a significant effect on the heat transfer and mechanical behavior in spite of the high-temperature (350 degrees C) heat source. The simulations showed that large-scale heat flow around a cavern is expected to be conduction-dominated for a reasonable value of rock mass permeability. Thermal expansion as a result of the heating of the rock mass from the storage cavern leads to a ground surface uplift on the order of a few centimeters, and to the development of tensile stress above the storage cavern, increasing the potentials for shear and tensile failures after a few years of the operation. Finally, the analysis shows that high tangential stress in proximity of the storage cavern can some shear failure and local damage, although large rock wall failure could likely be controlled with appropriate insulators and reinforcement. (C) 2016 Elsevier Ltd. All rights reserved.
机译:我们在围绕用于热能储存(TES)的洞穴内的岩体内的热水文 - 机械(THM)过程模拟。我们考虑一个高度为50米的圆柱形岩洞,10米的半径为350摄氏度,作为概念TES模型,并模拟其三十年的操作。首先,不考虑绝缘体性能,以研究周围岩体的可能耦合的THM行为;然后,检查绝缘体的效果,用于不同的绝缘体厚度。关键问题是热储存洞穴周围的岩体岩体的水热多相流量和热传输,岩体蒸发的效果,热撞击接地面附近的岩体和围岩机械行为。结果表明,洞穴周围的岩石温度在早期阶段迅速增加,因此发生地下水的蒸发,提高了流体压力。然而,尽管高温(350℃)热源,蒸发和多相流对传热和机械行为没有显着影响。模拟表明,预计洞穴周围的大规模热流将导致岩石质量渗透率的合理值。由于从储存洞穴的岩石加热而导致岩体的热膨胀导致接地表面升起的大约几厘米,并且在储存洞上方的拉伸应力的发展,增加了剪切和拉伸失效的电位经过几年的操作。最后,分析表明,储存洞室附近的高切线应力可以进行一些剪切故障和局部损坏,尽管可能会用适当的绝缘体和加固来控制大型岩壁故障。 (c)2016 Elsevier Ltd.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号